HomeMy WebLinkAboutApplication- PermitJob Address
No. 8171
GARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 8th. Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
101 �0.�Q 0 54-} lvk �` e bA`t
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Nature of Work Building Permit
5
Use of Building [ 1 O --r _A +ter 4 Ql 0-Y\— vtr BY\,
Owner COLD M R R_V t V
Contractor (J W
Amount of Permit$ ` Date / ! i
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
INSPECTION LINE: (970284-5003
PARCEL/SCHEDULE NO. -2-.1-2,5- oic
TELEPHONE: (970) 945-8212
PERMIT NO.
JOB ADDRESS:
2
3
4
5
6
7
8
9
10
O 25 Mckvas O
LOT NO.5 BLOCK NO.
DWNFA MR4i/it) 4 /&A.
CONTRACTOR
ARCHITECT/ENGINEER
CSW itJL'y
SQ. Fr. OF WILDING qloti 1
USE OF MELDING
DESCRIBE WORK:
CASS OF WORK: ONE:w
o DRIVEWAY PERMIT
ADDRESS
die e
SUBDIVISIONIEXEMPTION �. (f( c t�e-e f 5w
ADDRESS a ->J73
ADDRESS
SQ. FT. OP LOT
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PTI: lgci ami
PEE:
oADDHION °ALTERATION OMOVE aREMOVE
nsiNOLE. .DOUBLE
CARPORT:
PH
Hm (F
.S.INOLE .DOUBLE
OON SITE SEWAGE DISPOSAL (SEPTIC) °SITEPE.AN
VALUATION OF WORK: a
ADJUSIk.D VALUAI1ON1
*FS:1_0 , c,'D
WK PEE
TUC. NO:
IX NO:
NO. OF FJAORS
SPECIALCONDITIONB:
U K R X1416-)
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED .AND MUST BE ISSUED BY THE STATE OF
COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR
WORK IS SUSPENDED OIL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OF WORK WIIL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LAW REGULATING CONSTRUOR THE PERFORMANCE OF
CONSTRUCTION.
SigoatDre o
PLAN CHECK FEE:
/73Y
PERMIT FEE:y f n, 9: 7 S
TOTAL FEE: DATE PERMIT ISSUED:
_Lk
OCC: GROUP:
CONST: TYPE: V
% — R
1• l ►,.s J tom, �i%/� i,�i. A ,' /�l�o;
B iilding Dept, Approval Date arming A.. 'gate
ZONING:
MANU. HOME:
SETBACKS:
ISDS NO. &
o t.0
AGREEMENT
PERMISSION IS HEREBY GR -ANTED TO TAE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGES TO COMPLY WITH ALL. BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED WT1H IN TIE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM
THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUIL DING OFFICIAL FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACOtPIANCE OF ANY
RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT
OF THE OWNERS IITEREST.
Gall � I HEREBY ACKNOWLEDGETHAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL.)
C.K 3041
°s�;rf 01
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water,
non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit #
Signature
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LIBERTY HOMES INC
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APR -05-02 FEI 01:12 PM VALLEY HOE SALE
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FAX:970 876 5206 PAGE 1
LIBERTY ftWI:5 iNt,; 444 YALLM: RIMS vgvv4
LIBERTY HOMES, INC.
Yoder, Kansas
' u: t+ARFIELD (=NU BUILDING DEPT.
April 5, 2002
This i.w..tc verify that the home (serial number 05L29913)
•beiug: btt .lt :Or Marvin Goner does comply with all HUD
standards and is being built with a 401b snow load
If you have any questions, please call me at 800-870-0050.
Than)( you.
Strcere1y, ,
f _l -yrs
Ken Kelley
District Sates .Manager
Liberty Homes
22C)(4).
9216 South Halstoart • PO Boa 18 • Yode.r. KS 67585 • (316) 663-2187 • FAX (316) 663-7841
SCHMUESER GORDON MEYER
ENGINEERS 6 SURVEYORS
November 15, 2001
Mr. Marvin Cotler
P.O. Box 258
New Castle, CO 81647
__NWOC= :7.7.5TF.D aUTfE
8 W. 6TH. SUITE 200 P.O. BOX 2155 P,0. BOX 3088
GLENWOOD SPRINGS, CO 8160 t ASPEN. CO 8 1 6 3 2 CRESTED BUTTE. CO 81224
870-945-1004 970-925-6727 970-349-5355
=X: 970.945-5948 FX: 970-925-4157 FX: 970-349-5358
RE: Individual Sewage Disposal System (ISDS) Report
Proposed Residence, Lot 5, Elk Creek Subdivision
Garfield County, Colorado
Site Address: 0125 Navajo Trail, New Castle
Project No. 2001-279.001
Dear Marvin:
Per your request, Schmueser Gordon Meyer has designed a septic system to service the residential
flows from a proposed residence located at Lot 5, Elk Creek Subdivision in Garfield County,
Colorado. We understand that although the area of lot 5, just under 11,000 square feet, does not
meet the current requirement, use of an ISDS is allowed due to the age of the subdivision. Based
upon our discussion, we understand that the 1SDS will be designed to serve a two-bedroom 14 x 66
mobile home with a clothes washer, but no garbage disposal will be installed. Please refer to the
attached site plan. The design will be based on the results of a percolation test performed by
Garfield County (see attachment), which determined the rate to be 40 minutes per inch. The test
was performed at the bottom of a soil profile pit approximately 10 feet deep at the location for the
proposed dry well. The profile revealed clay soil typical for the area, bedrock was not encountered
and no evidence of ground water was present.
A dry well system was selected due to the relatively small lot size. The system components must
comply with setback requirements in accordance with Colorado State Health Department
regulations (see attachment). A detailed summary of each of the system components will be
included following a description of the overall system. All system components shall comply with
Garfield County and Colorado State Health Department regulations. No vehicular access shall be
allowed over the system components. The system shall consist of piping to convey the effluent, by
gravity, from the dwelling to a two-compartment septic tank. Grey water from the septic tank is
piped, by gravity, to the dry well where it is absorbed into the soil.
Piping shall consist of 4", Schedule 40, PVC pipe with watertight joints. Piping shall be straight in
alignment and straight in grade. A cleanout will be required at any a change in alignment and/or
grade. The grade of the pipes must be a minimum of 114" per foot. All piping shall have a minimum
cover of two (2) feet.
A two-compartment septic tank with a minimum capacity of 750 gallons, as specified by Garfield
County, shall be placed no closer than 5' from the dwelling. Soil conditions and the absence of
ground water will permit the use of various tank materials, the most common choices being
November 15, 2001
Mr. Marvin Caller
Page 2
Project No. 2001-279.001
concrete and fiberglass. The tank shall be placed on undisturbed native soil to minimize any settling
which could potentially damage the inlet or outlet piping_
Attached is a schematic of a typical drywell from the Garfield County Regulations. Calculations for
the sizing of the drywell are attached. The dry well shall be located a minimum of six (6) feet from
the septic tank and twenty (20) feet from the dwelling. The drywell will be constructed by excavating
a square pit, 16 x 16 feet approximately 11'-6" deep, and placing a layer of gravel a minimum of 12"
thick over undisturbed native soil in the bottom of the pit. It is important that the bottom of the
excavation be undisturbed native soil to minimize any settling which could potentially damage the
inlet piping. Next a 4 -foot diameter manhole with perforated barrel sections, topped by a cone ring
and lid, shall be placed in the center of the pit. For your information, we have attached drawings of
pre -cast components as manufactured by AMCOR. The manhole will be surrounded by gravel to a
depth of 8'-6" as measured from the bottom of the pit. All of the gravel shall be 1 1/2" to 2 1/2"
screened gravel free of fines and debris. The drywell will be completed by installing the inlet piping,
covering the gravel with straw and backfilling as shown in the schematic. There shall be a minimum
of two (2) feet of cover over the inlet piping.
General Notes:
1. All materials, installation practices and setback requirements shall comply with
Garfield County Individual Sewage Disposal System Regulations.
2. No portion of the system shall be placed in fill. Once backfilled, provide positive
drainage away from the drywell.
3. The area, disturbed by construction, shall be reseeded by native grasses to prevent
erosion.
4. Use risers as needed to bring septic tank access hatches within 6" of finished grade.
5. Locate septic tank to provide adequate access to the tanks for pumping.
6. The Contractor and Owner shall take whatever measures are necessary to assure
that (a) the septic tank and sewerlines are completely watertight to prevent infiltration
of groundwater in the system, and (b) the system is installed to prevent freezing of
the gravity sewerlines. No irrigation to be allowed over the drywell.
7. The Engineer and Garfield County Sanitation Department shall be notified when
construction commences and kept abreast of the construction progress so that
sufficient inspections and observations can be performed to assure conformance
with this design.
November 15, 2001
Mr. Marvin Colter
Page 3
Project No. 2001-279.001
It is the Contractor's responsibility to verify all locations of utilities and setbacks that
may be affected by the installation of the septic system. Verification of all utility
locations shall be made with the appropriate utility company.
9. Substitution of materials (Le., pipe, tanks, etc.) is acceptable, provided verification
and acceptance by the Engineer and the Garfield County Sanitation Department is
made.
If you have any questions or comments, please call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
Clay Goldberg, P.E.
I:12001-2791
File: 2001-279.isds.doc
Enclosures:
RSO
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31575
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-.111\�t'•�
Design Calculations
Site Plan
Garfield County Individual Sewage Disposal Permit
Setbacks
Drywell Schematic
48" Manhole Eccentric Cone
48" Perforated Manhole Barret
November 15, 2001
Mr. Marvin Cotler
Page 4
Project No. 2001-279.001
INDIVIDUAL SEWAGE DISPOSAL SYSTEM CALCULATIONS FOR PROPOSED
RESIDENCE, LOT 5, ELK CREEK
GARFIELD COUNTY, COLORADO
1. Determine flows:
2 -bedrooms in proposed residence
2 persons/bedroom
75 gpd/person
Total average daily flow = (2)(2)(75) = 300 gpd
2. From Garfield County: Percolation rate for design 40.0 mpi
3. Required septic tank capacity:
For a 2 -bedroom home = 750 gallons
4. Determine Drywell Size:
For absorption:
Where A = field area
Q = flow rate
T = percolation
A = [(Q)SgRt(T)] /5
A = [(300)SgRt(40)] / 5
A = 380 SF
5. Peak flow at 150% per Colorado Department of Public Health & Environment Regulations
and adjust field size accordingly.
1.5x380 SF=570 SF
6. Areal adjustment to absorption area for washer. (No garbage disposal)
(Factor by 1.4)
A = 582.5 x 1.4 = 798 SF
November 15, 2001
Mr. Marvin Coiter
Page 5
8. Determine absorption area of sidewalis and bottom.
Project No. 2001-279.001
Pit 16 x16 feet. Bottom area= 16 x 16 = 256 square feet
Depth of Gravel below invert of inlet pipe. = 8.5'
Side wall area = (4)(16)(8 5)- 544 squareJeA4
Total = 800 square feet
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Svelte 303
Glenwood Springs, Colorado 81601
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY t
Owner's NameCO 1
as
System Location
P.O. �B A�'�- /,8j/,�A1
Cs_i L� L 1'l Present Address �« �'` ` I Y ""�'v 9c0
Legal Description of Assessor's Parcel No.
Permit N° 3 5 9 6
Assessor's Parcel No.
I. This does not constitute
a building or use permit.
Phone
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SYSTEM DESIGN
70) M}V Septic Tank Capacity (gallon) Other
40
Percolation Rate (minutes/inch)
Number of Bedrooms (or other) 2. B' R
Required Absorption Area - See Attached
Special Setback Requirements:
Date 10 r 0 inspector lo
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System installer "09 k S Pp y
Septic Tank Capacity G +
Septic Tank Manufacturer or Trade Name
Cpl
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other
Date z - �� Inspector
RETAIN WITH RECEIPT RECORDS AT C = STRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Heaith Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be aviolation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs. alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (5500.00 fine —6
months in jail or both).
While- APPLICANT Yellow- DEPARTMENT
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Percolation Rett Slower ttum 60 Minutes
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Unlined or Partially Lined
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Distance shown shall not apply to rrcaimcnt plants or effluent lines where recycling is pet -mined
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Colorado
Division
RING &
COVER
GRACE
RINGS
48" MANHOLE
STEP HOLES -\
PLASTIC LIFTING
INSERTS
CONE OR
FLAT TOP
RISER
RISER
PBU
ECCENTRIC CONE
A
48"
GASKET MATERIAL
HEIGHT A CODE WEIGHT
2'-6" 24' 48ECC30A 2,360
2'-6' ' 30' 48ECC3OB 2,960
3%0" 24' 48ECC36A 2,660
NOTES:
1. MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478.
2. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES.
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DETAIL A
FOR DETAILS SEE REVERSE SIDE
ISSUE: AUGUST, 1994
Copyr19M,1994
Colorado Division
RING & -410
COVER
GRADE
INGS
5"
48" MANHOLE
Peg Fob °1-4=' 9 BARREL SECTION
STEP HOLES
PLASTIC LIFTING
INSERT
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CONE OR
FLAT TOP
RISER
RISER
PBU
HEIGHT CODE WEIGHT
1'-0" 48,_X_12 860
DETAIL A
1'-4" 48_X_16 1,160 I
2'-0" 48_X_24 1,740 _
3'-0" 48_X_36 2,600
4'-0" 48_X_48 3,460 ®I ®
NOTES:
1. MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478.
2. OPENINGS MAY BE SIZED AND LOCATED AS REQUIRED.
3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES.
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Oldcastle
FOR DETAILS SEE REVERSE SIDE
ISSUE: AUGUST, 1994
COpyrlpft.1994
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued. 101 t ( 04 Zoned Area Permit No.... .. .
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations -related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID. L..
Use Man0i"Fa-totiiiri if -,s
Address or Legal Description
Owner e bi litom' '' k +'r 6) Wit
Contractor
,
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing 1 z -'!)..P 1 45 .
Foundation 17e44,5` /2_lz-O/,Id
Underground Plumbing
. Insulation
Rough Plumbing
Drywall
Chimney & Vent
Electric Final (by State Inspector) 5...71P4-0
Gas. Piping 3-_/12_0-z_,
Final S-_ _ozY --
Electric Rough (By State Inspe or)
Septic 'Final
Framing
(To include Roof in place and Windows'
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
�Phone 384-5003109 8th Street County Courthouse Glenwood Springs, Colorado.
A►��-�--- R-�VED DO NOT DESTROY THIS CARD
PP
Date ll By
PLACED OUTSIDE - COVER WITH CLEAR PLASTIC